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土体小应变特性的研究进展

Study on Features of Small Strain in Soil Mass
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摘要 大量实测资料表明 ,在工程实际中大部分土体的变形在 0 0 1%~ 0 3%之间。但由于仪器精度的限制及人们意识的不足 ,直到近年来人们才逐渐意识到研究小应变土体特性的重要性 。 As indicated by large amount of field data most of the deformations of soil mass in engineering are within the range of 0\^01%~0\^3%.The importance of researching on features of small strain of soil body is only noticed recently.The progress of research in this aspect is presented systematically herein.
出处 《工程勘察》 CSCD 北大核心 2002年第2期12-13,19,共3页 Geotechnical Investigation & Surveying
关键词 小应变 土体特性 应力路径 土体强度 small strain features of soil mass stress path strength of soil mass
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参考文献3

  • 1Puzrin. A. M & Burland. J. B.Kinematic harding plasticity formulation of small strain behaviour of soils[].International Journal for Numerical and Analytical Methods in Geomechanics.2000 被引量:1
  • 2Stallebrass. S. E&Taylor. R. N.The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clay[].Geotechnique.1997 被引量:1
  • 3Smith. P. R & Jardine. R. J.The yielding of bothkennar clay[].Geotechnique.1992 被引量:1

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